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An experimentally validated computational model for progressive damage analysis of notched oxide/oxide woven ceramic matrix composites

机译:缺口氧化物/氧化物编织陶瓷基复合材料渐进式损伤分析的实验验证计算模型

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The focus of this paper is to examine the effect of a notch on the failure response of an oxide/oxide ceramic matrix composite (CMC) subjected to room-temperature tensile loading. The CMC is made of aluminosilicate matrix reinforced by 3M Nextel(TM) 610 alumina fibers (AS/N610) that are woven into an eight-harness satin weave (8HSW) preform. Uniaxial tensile tests were carried out on both un-notched and single-edge-notched tensile (SENT) specimens of two different lay-ups, (0/90)(S) and (45/0/ - 45/0)(S), using a hydraulically activated load frame. The digital image correlation (DIC) technique was utilized to map the deformation histories and identify the locations of strain concentration for both unnotched and SENT specimens. The experimental results were subsequently used to develop a lamina-level constitutive model for a single 8HSW ply that incorporates damage and fracture mechanics implemented through a finite element (FE) framework. A secant-modulus approach was employed to model the pre-peak nonlinear damage evolution, while the post-peak softening was modeled using the smeared crack approach (SCA). Utilizing the ply properties measured from the un-notched (0/90)(S) and (45/0/ - 45/0)(S) tension tests, the proposed computational model is able to predict the failure strength and strain localization in the SENT specimens. Such a predictive model can aid in the design of CMC structures and accelerate the development of CMCs for engineering applications. (C) 2016 Elsevier Ltd. All rights reserved.
机译:本文的重点是研究缺口对室温拉伸载荷下氧化物/氧化物陶瓷基复合材料(CMC)失效响应的影响。 CMC由铝硅酸盐基质制成,该基质由3M Nextel™610氧化铝纤维(AS / N610)增强,并织成八线缎纹组织(8HSW)预成型坯。在两个不同叠层(0/90)(S)和(45/0 /-45/0)(S)的无缺口和单边缘缺口拉伸(SENT)标本上进行了单轴拉伸试验),使用液压激活的负载框架。利用数字图像相关技术(DIC)来绘制变形历史图,并识别未开槽和SENT标本的应变集中位置。随后将实验结果用于为单个8HSW帘布开发层级本构模型,该模型包含了通过有限元(FE)框架实现的损伤和断裂力学。割线模量法被用来模拟峰前非线性损伤的演化,而峰后的软化则使用拖尾裂纹法(SCA)来建模。利用从无缺口(0/90)(S)和(45/0 /-45/0)(S)拉伸测试中测得的板层性能,所提出的计算模型能够预测钢的破坏强度和应变局部化SENT标本。这种预测模型可以帮助设计CMC结构,并加快用于工程应用的CMC的开发。 (C)2016 Elsevier Ltd.保留所有权利。

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